HomeMy WebLinkAbout0098691-PlumbingOSHKOSH
ON THE WATER
Job Address 2759 HAMILTON ST
Contractor HANSON QUALITY PLUMBING
Bathtub 2 Shower
Whirlpool 0 Floor Drain
LavatorY 3 LndrY Tray
Toilet 3 LndrY Stndp
Res. Sink 1 Disposal
Bar Sink 0 Dishwasher
Water Heater 1 Sump Pump
Site Drain 0 Classrm Sink
Roof Drain 0 Breakrm Sink
CITY OF OSHKOSH
PLUMBING PERMIT -APPLICATION AND RECORD
Owner CREATIVE CUSTOM HOMES & DEVELOP INC Create Date
Category 410 - Residential-Interior Plan
0 Ejector/Grind 0 DipWell 0 F Prep Sink 0
1 WaterSoftner 0 Drink Ftn 0 ServSink 0
1 Local Waste 0 Wait. St. 0 Shamp Sink 0
1 Clothes Wshr 0 Ice Chest 0 FIr/Wst Sink 0
1 Bidet 0 Exam Sink 0 Catch Basin 0
1 Beer Tap 0 SculrYSink 0 Wash Ftn 0
1 Dent. Oper. 0 Hand Sink 0 Urinal 0
0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
No 98691
10/14/2002
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
ofUse/Nature Work ISFR
SanitarY Sewer
Storm Sewer
Water Service
Size Material Type #
Corm. Type
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Valuation $7,000.00 Plan Approval $0.00 PermitFees $96.00
Issued By
Date
11/19/2002
[] Permit Voided
In the performance of this work, I agree to perform all work pursuant to rules governing the described construction.
Signature Date
Agent/Owner
Address 550 N BLUEMOUND RD APPLETON WI 54914 - 0000 Telephone Number
730-0205
City of Oshkosh
Inspection Services Division
P O Box 1130
Oshkosh, WI 54903-1130
Phone: (920) 236-5050
Fax: (920) 236-5084
Plumbing Permit Appl,cat on
NOV 1 8 2002
O/HKO/H
ON THE WATER
I hereby apply for a permit to do and install the following plumbing on the premises hereinafter described, the work to conform to the
Wisconsin State Plumbing Code, in the performance of which all parties hereto agree to and are bound by said statutes.
· Application(s) and fee(s) can be brought to City Hall, Room 205 or mailed to Inspection Services, PO Box 1128,
Oshkosh WI 54903-1128. Commencing work without permit(s) will result in fees being doubled or $100.00 plus the
normal permit fee, which ever is greater.
OR
If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here
if you want this processed through ¥ou.r account [-]
Job Addres~2~
Owner
['-]Single Family ["']Duplex
Value (Including labor and materials)
Contractor
[-']Multi-Family ['"]Rental [-]Commercial
Date
[-'~Industrial
Number of Fixtures:
Bathtub '~- Lndry Standp
Whirlpool Disposal
Lavatory ~ Dishwasher
Toilet '~ Sump Pump
Res. Sink I Ejector/Grind
Bar Sink Water Softner
Water Heater ] Local Waste
T~as E Elect E PwrVnt Clothes Wshr
Shower Bidet
Floor Drain J Beer Tap
Lndry Tray ] Classrm Sink
Lab Sink Surgeons Sink
Plaster Sink Breakrm Sink
Sterilizer
Dent. Oper. Shamp Sink
Dip Well Flr/Wst Sink
Drink Ftn Catch Basin
Wait. St. Wash Ftn
Ice Chest Urinal
Exam Sink Gar Drain
Sculry Sink Soda Disp
Hand Sink Coffee Maker
F Prep Sink Ice Maker
Serv Sink Site Drain
lnt Grease Trap Roof Drain
Ext Grease Trap Standp Rec
Electric Contractor
Use / Nature of Work
Sanitary Sewer
Storm Sewer
Water Service
[--]Electric0f Replac~,¢nt)Installation Verificatidn f~
Size
Material
Type
# Conn. Type
3/02
Job Address 2759 HAMILTON ST
Owner CREATIVE CUSTOM HOMES & DEVELOP
regory 410 - Residential-Interior
cathtub 2 Shower
Whirlpool 0 Floor Drain
Lavatory 3 Lndry Tray
Toilet 3 Lndry Stndp
Res. Sink 1 Disposal
Bar Sink 0 Dishwasher
Water Heater 1 Sump Pump
Site Drain 0 Classrm Sink
Roof Drain 0 Breakrm Sink
Use/Nature
of Work
Malerial :r
~~
~W~"'
~J'
"
rSFR
Size
Sanitary Sewer
Storm Sewer
1-
Water Service
Date
Type
'"
~~~~.
Plumbing Permit Work Card
Permit Number 98691
Create Date 10/14/2002
Contractor
Plan
HANSON QUALITY PLUMBING
Value
$7,000.00
o
o
o
o
o
0 Ejector/Grind 0 Dip Well 0 F Prep Sink 0
1 Water Softner 0 Drink Ftn 0 Serv Sink 0
- -
1 Local Waste 0 Wait. St. 0 Shamp Sink 0
1 Clothes Wshr 0 Ice Chest 0 FlrlWst Sink 0
- - -
1 Bidet 0 Exam Sink 0 Catch Basin 0
-
1 Beer Tap 0 Sculry Sink 0 Wash Ftn 0
- - -
1 Dent. Oper. 0 Hand Sink 0 Urinal 0
0 Lab Sink 0 Plaster Sink 0 Standp Rec 0
- -
0 Sterilizer 0 Surgeons Sink 0 Ice Maker 0
Gar Drain
Soda Disp
Coffee Maker
Int Grease Trap
Ext Grease Trap
~~
# Conn.Type
o
o
o
o
o
o
o
o
o
o
F 3/("
i '.
~, t J-r~ I I 0 Y
/1, D3 f1m
o
o
o
o
o
Inspector
DatelTime requested:
Access:
Notice Type:
Telephone Number:
Ready DatelTime: Requested By:
o Reinspect Fee 0 Fee Waived D Reinspect Fee Paid
---------------------------------~-~------------------------------------------------------------
--------
{\ ~
Pr G \A} P /Vfv
- ~~<'
OSHROSH
ON II IE ~^TEn
~
. .';.1:':'.-". ..._' ........ _~ ..:", , ,a,.,:..:. .:,...... '. .,'
INFORMATlON REQUIRED TO C~::~~~WATE~~~~~.~~~~~.~'.: . jF~~':.;( .~..'~; '.:.'
1. Demand of buildIng in buildIng.!n. gallons permlnute. ~.:. -.:.": ",:.~i.:~~~: ',-.<' ',_.
'.' ..... ., ",:';:'i.b::;.. ~... . .;~~"..: .i." .~.. ,.. ..,~':',~,,',::J'~';~;: . .{. ~'.-'
Difference in elevation fro"':1'ma1n orextemal pressure tank to'oulld(~g:conlrOryafve.
.. ~'..~ :" :-." . ..: ... ~' 7.. . ;:. ",
Size afy.ralei-,r:net~! (ywhen ri!e~rl$ ~ui~~VS8~ .:..:. 4...:: :,~:*jJ2; j;2,--i:.J larger~sii'3
. ':,~,,~. 'u;; "'T .;..:~ ~~::'~h.~-t.,.7.r.n.~::.;A. ~,~.J:::,~~'~'r".'-. t:. ,;;.:-. ~..... '.":~ "..~"'~~:':~~ :..,....;.!.'fr. .. i:'; .~. ~""." '-:--=..-::-:- '"
._' ~"'" ....r- .,' . .."..,.....,;.:;..,;,.. _,..~..4."' ..:) . .:;-....,.- ...' 10,' f.l~~t...,..,......,.1"t....t..J.' -,.:.~. \._.... ,- .... ~1..t.~..
Developed l~~dih Ofi?r:O~ ri1~J:~t:~~ffi~r:~~~tm~-;Wnk. (~,:BUI!d~~~~~~.~~k~. >~~!:~ ::{;~~~.\r~~~} .:J- 0
. ': ~.,:~)~ :;.:;~;:;;. -i:{~f~.i~A.i-~~.~:~i~~~-i$~~~:S::Yf~~~~~1f.E;~;:t:.::g';~j':;;;.~~r~i~'1$~~S~~; r~;..~fr~ 3 ? ..
Low presstiffi at mah liTSffifef cif:eXtsmai' pressure: tari'l2'~b-~Bi!.~~ \:8i ~~.q;:~' '€??:~~:~~f.;~\~~ f(psl} .2
. ., ".. ......_.... ..'__. ,......_ 1_;'.. ...~..... .............. ...... ., .... I..... .... .. .
2.
3.
1\,
5. .
..-...,....
WATER CALCULATlONWORKSHEET
'S.
._;;04 ;,
. ..;~~,~j; 7', 7
.~
/
(r~t]
CALCUU\TE WATER SERVICE PFtESSURE LOSS
6.
7.
8.
9.
33
Low pressure at main in street or external pressure tank.(value of #- 5 above)
Determine pressure loss due to' friction in
water service.
(
inch diameter
Subtract value of"r ~
subtotal P ,
{
Determine pressure loss due to elevation,
(multiply the value of #- 2 above by .434)
r--'
Subtr.lct value of "8"
cPi
Available pressure after the bldg. control valve. (enter in "8. below)
subtotal
CALCUtJ.,TE THE PRESSURE AVAILABLE FOR UNIFORM LOSS (VALUE OF. "Ato)
B.
c.
D.
t:
.....
.--..
\
Value of -8"
c?-;
3
C?C
J
lIS
9s-r
~ 1// S-
Available pressure after the bldg. control valve. (from ~g~ above)
Pressure loss of water meter (when meter is required)
Subtract value of "C"
subtotal
Pressure at controlling fixture.
Subtract value of "D'
subtotal
Dirrerence in elevation between the building control valve
and the controlling fixture in feet X .434 psifft.
Subtract value of "E-
subtotal
F.
Pressure loss due to water treatment devices, instantaneous
water heaters and backflow preventers which serve the
controlling fixture.
~.
(!)
Subtract value of -F-
subtotal
G.
Developed length from buiiding control valve to controlling
fixture in fPoet c;o X 1.5
~/2~
?~.
Divide by value of "G" ./
subtotal
MulUply by
100
I
/
A.
Pmssure ~v::tilable for uniform loss
"A" =
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Fixture Listing
A....
~
Date: January 24, 2003
.~
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2759 HAMILTON ST
City:
City:
Non Public Use Fixtures
1 Automatic Clothes Washer 1.00 1.00 1.50
1 Dishwashing Machine 1.00 .00 1.00
2 Hose Bib, 1/2" diameter .00 6.00 6.00
1 Kitchen Sink 1.00 1.00 1.50
1 Laundry Tray, 1 or 2 compartment 1.00 1.00 1.50
1 Lavatory .50 .50 1.00
1 Water Closet, gravity type flush tank .00 2.00 2.00
2 Bathtub, lavatory and water closet - FT group 4.00 7.00 8.00
Hot
Cold
Total
Public Use Fixtures
Q Ice Maker
Hot Cold Total
.00 I .50 I .50
/".
Total Water Supply Fixture Units
8.50
19.00
23.00
15.8 Gallon per minute demand of the building. Predominatly Flush Tank
9.3 Pressure available for uniform loss. For the table use - 10.0
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 0 11 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 4 0 15 34 62 112 270 484 776 1835
;J 7.5
~
;; 1.5
.5
~
~
1 {. 5
/"......
'.
WATER DISTRIBUTION DATASHEET
"'" '1
Date: January 24, 2003
~
Name: HANSON Q PLBG
Project: NSFR
Street:
Street: 2759 HAMILTON ST
City:
City:
1. 15.8 Gallon per minute buiding demand, predominatly Flush Tank.
2. 33.0 Low pressure at the Main in the Street.
3. .0 Lb loss from a ~ ft difference in elevation from Main in the Street to the Water Meter.
4a. 1.1 Lb loss from a 15.0 ft I II Copper Tube Type K ASTM B88 water service from the Main in the Street to the curb stop.
- Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 6.5 ft per sec.
4b.-M Lb loss from a 50.0 ft I" Copper Tube Type K ASTM B88 water service from the curb stop to the Water Meter.
Pressure loss detemined using a C value of 150, inside diameter of .995 and a velocity of 6.5 ft per sec.
5. 3.7 Lb loss from a3/4in Meter
6. 24.5 Lbs of pressure available at the Water Meter. This value is entered in (B) below.
The (A) value listed below is determined by using the following formula, then rounding the result up.
A = B-(C+D+E) x 100
F
A. --.!!! Pressure available for uniform loss (psi/l00 feet of pipe).
B. ~ Lbs of pressure available at the Water Meter.
C. ~ Pressure needed at the controlling fixture. TIS FAUCET
D. ~ Lb loss resulting from a 22.0 ft difference in elevation from the Water Meter to the controlling fixture.
E. .0 Lb pressure loss due to a no pressure loss devices serving the controlling fixture.
F. 75.0 Ft Developed length from the 50.0 ft actual length of piping from the Water Meter to the controlling fixture.
Maximun Allowable load for Copper Tube Type M, ASTM B88
Nominal Size 1/2 5/8 3/4 1 1 1/4 1 1/2 2 21/2 3 4
Actual I. D. .569 0 .811 1.055 1.291 1.527 2.009 2.495 2.981 3.935
Value ofC 150 150 150 150 150 150 150 150 150 150
Velocity in ft per sec. 8 8 8 8 8 8 8 8 8 8
Maximum Gpm 4 0 11 21.5 32 45 79 121 174 303
Maximum FM WSFU 0 0 4 7 17 39 144 374 731 1835
Maximum FT WSFU 4 0 15 34 62 112 270 484 776 1835
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